A shear-horizontal wave propagating in the direction has displacement perpendicular to the sagittal plane, for example . It is divergence-free and obeys the scalar shear-wave equation .
The SH input impedance is the negative ratio of vertical traction to particle velocity for a shear-horizontal wave field, with positive depth and tension-positive traction. A superposition of upward and downward waves generally has a depth-dependent complex ratio. A downward progressive wave in a uniform medium has , while the upward wave has . The input ratio includes reflection from deeper structure and can have poles at velocity nodes.
With phasors, positive depth , shear modulus , vertical traction and particle velocity , the shear-wave equations give and , where . Define wherever . Differentiation gives the displayed Riccati equation and . A pole of can be an ordinary zero of , not a singular physical wavefield.
In a uniform layer, put , and . Initial impedance gives the displayed fractional-linear solution and . Expanding into exponentials yields forward and backward shear-horizontal waves. Negative propagates a bottom load upward. If the denominator vanishes, the nonsingular pair must be propagated through the impedance pole.
Set the lower half-space load to using the causal vertical wavenumber branch, which excludes a wave arriving from depth infinity. Apply the uniform-layer SH impedance update upwards through every layer, keeping particle velocity and traction continuous. For upper half-space impedance , incident velocity and reflected velocity , the top values are and . Their ratio gives the displayed reflection coefficient, incorporating every underlying interface and multiple reflection.
For positive real mass density and shear modulus, real and , the displayed derivative of follows from the two first-order shear equations. Every nontrivial solution has strictly decreasing . Since , positive-real impedance at a deeper point remains positive at all shallower points; negative-real impedance at a shallower point remains negative deeper down. A zero field is the necessary exception to strictness. At complex frequency this is a spectral flux diagnostic, reducing to a physical cycle average on the real axis.
For real horizontal wavenumber , positive real wave speed and with , write with . Its imaginary part gives . The number cannot vanish, and has the sign of . The branch makes decay towards increasing depth and analytically continues the outgoing propagating or evanescent branch to the upper frequency half-plane.
Between parallel boundaries, a guided shear-horizontal mode has a discrete transverse wavenumber and dispersion relation . Its cutoff frequency is .
A layer with shear modulus and wave speed lies between a rigid support and a half-space with shear modulus and wave speed . A trapped antiplane shear normal mode has layer amplitude and exterior amplitude , where and . Continuity of displacement field and traction gives the displayed dispersion relation. It requires and differs from a Love wave with a free boundary.
For , consider on . On each negative branch of the tangent, the left side increases strictly, while the right side decreases strictly. A unique intersection exists precisely when the branch starts at , since the difference increases from negative infinity to a positive value or positive infinity. Consequently the number of trapped normal modes is . The floor function expression agrees except at , where it counts an inadmissible cutoff state with zero exterior exponential decay rate.

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